# -*- coding: utf-8 -*-
# Generated by the protocol buffer compiler.  DO NOT EDIT!
# NO CHECKED-IN PROTOBUF GENCODE
# source: dlubal/api/rfem/types_for_members/member_stiffness_modification.proto
# Protobuf Python Version: 5.28.1
"""Generated protocol buffer code."""
from google.protobuf import descriptor as _descriptor
from google.protobuf import descriptor_pool as _descriptor_pool
from google.protobuf import runtime_version as _runtime_version
from google.protobuf import symbol_database as _symbol_database
from google.protobuf.internal import builder as _builder
_runtime_version.ValidateProtobufRuntimeVersion(
    _runtime_version.Domain.PUBLIC,
    5,
    28,
    1,
    '',
    'dlubal/api/rfem/types_for_members/member_stiffness_modification.proto'
)
# @@protoc_insertion_point(imports)

_sym_db = _symbol_database.Default()




DESCRIPTOR = _descriptor_pool.Default().AddSerializedFile(b'\nEdlubal/api/rfem/types_for_members/member_stiffness_modification.proto\x12!dlubal.api.rfem.types_for_members\"\xa0!\n\x1bMemberStiffnessModification\x12\x0f\n\x02no\x18\x01 \x01(\x05H\x00\x88\x01\x01\x12V\n\x04type\x18\x02 \x01(\x0e\x32\x43.dlubal.api.rfem.types_for_members.MemberStiffnessModification.TypeH\x01\x88\x01\x01\x12&\n\x19user_defined_name_enabled\x18\x03 \x01(\x08H\x02\x88\x01\x01\x12\x11\n\x04name\x18\x04 \x01(\tH\x03\x88\x01\x01\x12&\n\x19\x66\x61\x63tor_of_axial_stiffness\x18\x05 \x01(\x01H\x04\x88\x01\x01\x12*\n\x1d\x66\x61\x63tor_of_bending_y_stiffness\x18\x06 \x01(\x01H\x05\x88\x01\x01\x12*\n\x1d\x66\x61\x63tor_of_bending_z_stiffness\x18\x07 \x01(\x01H\x06\x88\x01\x01\x12:\n-partial_stiffness_factor_of_shear_y_stiffness\x18\x08 \x01(\x01H\x07\x88\x01\x01\x12:\n-partial_stiffness_factor_of_shear_z_stiffness\x18\t \x01(\x01H\x08\x88\x01\x01\x12:\n-partial_stiffness_factor_of_torsion_stiffness\x18\n \x01(\x01H\t\x88\x01\x01\x12/\n\"partial_stiffness_factor_of_weight\x18\x0b \x01(\x01H\n\x88\x01\x01\x12\x36\n)total_stiffness_factor_of_total_stiffness\x18\x0c \x01(\x01H\x0b\x88\x01\x01\x12\x46\n9steel_structure_csa_stiffness_factor_of_shear_y_stiffness\x18\r \x01(\x01H\x0c\x88\x01\x01\x12\x46\n9steel_structure_csa_stiffness_factor_of_shear_z_stiffness\x18\x0e \x01(\x01H\r\x88\x01\x01\x12\x46\n9steel_structure_csa_stiffness_factor_of_torsion_stiffness\x18\x0f \x01(\x01H\x0e\x88\x01\x01\x12\x41\n4steel_structure_csa_factor_of_axial_stiffness_enable\x18\x10 \x01(\x08H\x0f\x88\x01\x01\x12\x45\n8steel_structure_csa_factor_of_bending_y_stiffness_enable\x18\x11 \x01(\x08H\x10\x88\x01\x01\x12\x45\n8steel_structure_csa_factor_of_bending_z_stiffness_enable\x18\x12 \x01(\x08H\x11\x88\x01\x01\x12\x43\n6steel_structure_csa_factor_of_shear_y_stiffness_enable\x18\x13 \x01(\x08H\x12\x88\x01\x01\x12\x43\n6steel_structure_csa_factor_of_shear_z_stiffness_enable\x18\x14 \x01(\x08H\x13\x88\x01\x01\x12M\n@steel_structure_csa_stiffness_factor_of_torsion_stiffness_enable\x18\x15 \x01(\x08H\x14\x88\x01\x01\x12\x8f\x01\n#steel_structure_csa_determine_tau_b\x18\x16 \x01(\x0e\x32].dlubal.api.rfem.types_for_members.MemberStiffnessModification.SteelStructureCsaDetermineTauBH\x15\x88\x01\x01\x12\x35\n(steel_structure_gb_direct_method_enabled\x18\x17 \x01(\x08H\x16\x88\x01\x01\x12\x88\x01\n\x1fsteel_structure_determine_tau_b\x18\x18 \x01(\x0e\x32Z.dlubal.api.rfem.types_for_members.MemberStiffnessModification.SteelStructureDetermineTauBH\x17\x88\x01\x01\x12\x85\x01\n\x1dsteel_structure_design_method\x18\x19 \x01(\x0e\x32Y.dlubal.api.rfem.types_for_members.MemberStiffnessModification.SteelStructureDesignMethodH\x18\x88\x01\x01\x12\x8d\x01\n!concrete_structure_component_type\x18\x1a \x01(\x0e\x32].dlubal.api.rfem.types_for_members.MemberStiffnessModification.ConcreteStructureComponentTypeH\x19\x88\x01\x01\x12*\n\"assigned_to_structure_modification\x18\x1b \x03(\x05\x12\x14\n\x07\x63omment\x18\x1c \x01(\tH\x1a\x88\x01\x01\x12\x19\n\x0cis_generated\x18\x1d \x01(\x08H\x1b\x88\x01\x01\x12#\n\x16generating_object_info\x18\x1e \x01(\tH\x1c\x88\x01\x01\x12!\n\x14id_for_export_import\x18\x1f \x01(\tH\x1d\x88\x01\x01\x12\'\n\x1ametadata_for_export_import\x18  \x01(\tH\x1e\x88\x01\x01\"\xb7\x03\n\x04Type\x12\x10\n\x0cTYPE_UNKNOWN\x10\x00\x12%\n!TYPE_ALUMINUM_STRUCTURES_ADM_2020\x10\x0c\x12 \n\x1cTYPE_CONCRETE_STRUCTURES_ACI\x10\x03\x12 \n\x1cTYPE_CONCRETE_STRUCTURES_CSA\x10\x04\x12$\n TYPE_PARTIAL_STIFFNESSES_FACTORS\x10\x02\x12%\n!TYPE_STEEL_STRUCTURES_AISC_360_10\x10\n\x12%\n!TYPE_STEEL_STRUCTURES_AISC_360_16\x10\x05\x12%\n!TYPE_STEEL_STRUCTURES_AISC_360_22\x10\x06\x12&\n\"TYPE_STEEL_STRUCTURES_AISI_S100_16\x10\x0b\x12%\n!TYPE_STEEL_STRUCTURES_CSA_S136_16\x10\x08\x12$\n TYPE_STEEL_STRUCTURES_CSA_S16_19\x10\x07\x12\"\n\x1eTYPE_TOTAL_STIFFNESSES_FACTORS\x10\x01\"\x85\x01\n\x1eSteelStructureCsaDetermineTauB\x12\x31\n-STEEL_STRUCTURE_CSA_DETERMINE_TAU_B_ITERATIVE\x10\x00\x12\x30\n,STEEL_STRUCTURE_CSA_DETERMINE_TAU_B_SET_TO_1\x10\x01\"z\n\x1bSteelStructureDetermineTauB\x12-\n)STEEL_STRUCTURE_DETERMINE_TAU_B_ITERATIVE\x10\x00\x12,\n(STEEL_STRUCTURE_DETERMINE_TAU_B_SET_TO_1\x10\x01\"k\n\x1aSteelStructureDesignMethod\x12&\n\"STEEL_STRUCTURE_DESIGN_METHOD_LRFD\x10\x00\x12%\n!STEEL_STRUCTURE_DESIGN_METHOD_ASD\x10\x01\"|\n\x1e\x43oncreteStructureComponentType\x12-\n)CONCRETE_STRUCTURE_COMPONENT_TYPE_COLUMNS\x10\x00\x12+\n\'CONCRETE_STRUCTURE_COMPONENT_TYPE_BEAMS\x10\x03\x42\x05\n\x03_noB\x07\n\x05_typeB\x1c\n\x1a_user_defined_name_enabledB\x07\n\x05_nameB\x1c\n\x1a_factor_of_axial_stiffnessB \n\x1e_factor_of_bending_y_stiffnessB \n\x1e_factor_of_bending_z_stiffnessB0\n._partial_stiffness_factor_of_shear_y_stiffnessB0\n._partial_stiffness_factor_of_shear_z_stiffnessB0\n._partial_stiffness_factor_of_torsion_stiffnessB%\n#_partial_stiffness_factor_of_weightB,\n*_total_stiffness_factor_of_total_stiffnessB<\n:_steel_structure_csa_stiffness_factor_of_shear_y_stiffnessB<\n:_steel_structure_csa_stiffness_factor_of_shear_z_stiffnessB<\n:_steel_structure_csa_stiffness_factor_of_torsion_stiffnessB7\n5_steel_structure_csa_factor_of_axial_stiffness_enableB;\n9_steel_structure_csa_factor_of_bending_y_stiffness_enableB;\n9_steel_structure_csa_factor_of_bending_z_stiffness_enableB9\n7_steel_structure_csa_factor_of_shear_y_stiffness_enableB9\n7_steel_structure_csa_factor_of_shear_z_stiffness_enableBC\nA_steel_structure_csa_stiffness_factor_of_torsion_stiffness_enableB&\n$_steel_structure_csa_determine_tau_bB+\n)_steel_structure_gb_direct_method_enabledB\"\n _steel_structure_determine_tau_bB \n\x1e_steel_structure_design_methodB$\n\"_concrete_structure_component_typeB\n\n\x08_commentB\x0f\n\r_is_generatedB\x19\n\x17_generating_object_infoB\x17\n\x15_id_for_export_importB\x1d\n\x1b_metadata_for_export_importb\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rfem.types_for_members.member_stiffness_modification_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_MEMBERSTIFFNESSMODIFICATION']._serialized_start=109
  _globals['_MEMBERSTIFFNESSMODIFICATION']._serialized_end=4365
  _globals['_MEMBERSTIFFNESSMODIFICATION_TYPE']._serialized_start=2186
  _globals['_MEMBERSTIFFNESSMODIFICATION_TYPE']._serialized_end=2625
  _globals['_MEMBERSTIFFNESSMODIFICATION_STEELSTRUCTURECSADETERMINETAUB']._serialized_start=2628
  _globals['_MEMBERSTIFFNESSMODIFICATION_STEELSTRUCTURECSADETERMINETAUB']._serialized_end=2761
  _globals['_MEMBERSTIFFNESSMODIFICATION_STEELSTRUCTUREDETERMINETAUB']._serialized_start=2763
  _globals['_MEMBERSTIFFNESSMODIFICATION_STEELSTRUCTUREDETERMINETAUB']._serialized_end=2885
  _globals['_MEMBERSTIFFNESSMODIFICATION_STEELSTRUCTUREDESIGNMETHOD']._serialized_start=2887
  _globals['_MEMBERSTIFFNESSMODIFICATION_STEELSTRUCTUREDESIGNMETHOD']._serialized_end=2994
  _globals['_MEMBERSTIFFNESSMODIFICATION_CONCRETESTRUCTURECOMPONENTTYPE']._serialized_start=2996
  _globals['_MEMBERSTIFFNESSMODIFICATION_CONCRETESTRUCTURECOMPONENTTYPE']._serialized_end=3120
# @@protoc_insertion_point(module_scope)
